Directorate Of Archaeology Tender

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Directorate Of Archaeology Tender

Works
Civil And Construction
Eprocure
Opening Date20 Jun 2022
Closing Date11 Jul 2022
Tender Amount₹ 33,53,684 
Notes
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Costs

Summary

Conservation Works And Premises Development Works To The Protected Monument Ariyittuvazhcha Kottaram Of Mattancherry In Ernakulam District, 2022-23

Description

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BOQ Items

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Pressure washing throughly with water, twice, using compressor and with necessary detergents to clear out all the rubbish and algae growth on the horizontal and vertical surfaces of the monument as per direcion of departmental officers at site, including all the charges of compressor, labour and other materials etc. complete.

213.36

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9.5

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Earth work in surface excavation of all kinds of soil not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed.

226.8

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108.95

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Dismantling wood work in frames, trusses, purlins and rafters up to 10 meters span and 5 meters height including stacking the material within 50 meters lead, of sectional area 40 square centimetres and above.

10.1

-

3938.4

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Supplying and fixing Anjily wood wrought and put up for roof members including cost and conveyance of materials etc. complete.

0.14

-

94231

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Supplying and fixing Anjily wood reapers of size 50x25 mm with wire nails including cost and conveyance of materials etc. complete.

0.21

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102594

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Providing & fixing on roof pressed clay tile of 20 mm nominal thickness and of approved size and as per approved pattern.

8.2

-

381.8

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Providing and fixing departmental MP Hip and Ridge tiles set in cement mortar 1:4 (1 cement : 4 coarse sand) and finishing with red oxide etc. complete.

2.8

-

204.6

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Providing cement mortar bordering to tiled roof about 65 cm2 in section using cement mortar 1:4 (1 cement : 4 coarse sand) finishing with red oxide etc. complete.

72

-

152.9

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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

55.35

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6814.9

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Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

161.25

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296.95

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Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site.

127.5

-

3491.45

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Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). All work up to plinth level.

15

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7990.85

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Centering and shuttering including strutting, propping etc. and removal of form for foundation, footings, base for columns etc.

16.8

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335.3

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Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). Above plinth level upto floor V level.

44.25

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9299.7

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Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete.

40

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379.65

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Demolishing nominal cement concrete 1:4:8 leaner mix (including equivalent design mix) manually including disposal of material within 50 metres lead as per direction of Engineer-in-charge.

21

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1262.8

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Flooring with terracotta tiles of size 225x225mm laid on cement mortar 1:4(1 cement :4 coarse sand)with 4 mm open joints, grouted and pointed with cement mortar 1:2(1 cement : 2 fine sand.

212.01

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1456.25

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Supplying and laying rough top granite slabs of 45x20 cm or nearest available size, 60 mm thick over a bed of 75 mm thick 10 mm nominal size broken stone as per direction of departmental officers at site,including all the cost of materials, conveyance, labour charges etc. complete.

310

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2744.6

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Removing and refixing door shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge.

7

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404.4

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Removing and refixing window shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge.

6

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287.1

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Providing and fixing Anjili/ Jack wood paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.

1.48

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3975.3

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Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood.

1.44

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3356.6

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Providing post with 80 mm dia G.I pipe (B class) 1.50 m C/C fixing in line and level and anchoring at bottom with 2 Nos 25 x 25 x 5 mm M.S angle 25 cm long as per the direction of the Engineer-in-charge (cost of anchoring shall be paid for separately).

150

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1289.65

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

1769

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101.3

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Providing and fixing G.I. chain link fabric fencing made of G.I. wire of dia 4 mm of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

112.5

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938.4

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Repairs to plaster with cement mortar 1:4 (1 cement: 4 coarse sand) of thickness 12 mm to 20 mm, in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-in-charge.

17.64

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505.7

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White washing with lime to give an even shade: New work (three or more coats).

323.5

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33.65

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work.

195.05

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94.1

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Finishing walls with Acrylic Smooth exterior paint of required shade, New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

183.82

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193.9

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Providing and fixing to existing door frames, 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm wall thickness,fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge(For W.C. and bathroom door shutter).

5.55

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2072.5

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Providing and fixing of 80 mm x 60 mm rectangular display/warning / informatory board manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 fixed on the GI Chain link fencing using clamps, including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

4

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2795.35



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